Stability of open-graded highway aggregates

被引：0

作者：

Bathurst, Richard J. ^{[1
]}

Raymond, Gerald P. ^{[1
]}

机构：

[1] Royal Military Coll of Canada, Canada

来源：

Canadian Geotechnical Conference | 1992年

关键词：

Binders - Cements - Deformation - Drainage - Granular materials - Infiltration - Loads (forces) - Models - Pavements - Shoulders (road) - Surface waters - Surfaces;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

A laboratory study was carried out to investigate the stability of coarse single-sized (open graded) pavement aggregates constructed with and without an asphalt cement (AC) binder. The grain-size distribution of the open-graded drainage layers (OGDL) conformed to a specification used by the Ministry of Transportation of Ontario (MTO) at the time of study. The relative performance of OGDL layers in the study showed that under the given test conditions the accumulation of permanent deformation with number of load applications increased with AC content.

引用

页码：1 / 96

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